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I odd Nfitje, R E, <br />Proposal -Struclurd EnoeeringAssessment -Grand 1heater, Faitm Texas <br />MaT 20-4 <br />OBJECME & SCOPE <br />Rasvl on my discussimu with Ure Cftmf of taut sr, my wall,through of 1h biffldinrp ost April 1, 202 k <br />and my ex1mrionice with struchAral enguteermi; Assesoments of othei pip -19-W Imildirigs my <br />wtdierstandutS is tlutthLs asoftsumiatis one of the stel!is in the process of remnafing the theater <br />so tbAt it is sate for pubbc occupancy. The objective aid siimlv of thms prop W.jed stnictmal <br />assessmerd is not todesign Ow g!epAirs or additional structuxal components that may be need'ed <br />tax occupang, but instead to: <br />Donsment tlw shurtural, s " ipthtTmftw <br />stomsat !1m%Rgravity and kvind leads 6inL <br />wrk o the <br />fm <br />oldation, and We1111've accessibIt, measure the strucbmal frammg, <br />Ferfonn bmited structural jaialvses for pitmay struchuml uvembers and compare t1w <br />meiiabors" cApacities to the airrent buildingcodle-prescribod design 1hv loaft <br />Slap floors ISO Fdf <br />AssembIv areas with awf seats 60 pst <br />Balcony seating Ams 90 list <br />Lobbies IE*,Psf <br />Bi'dicony corridor's IW P'.f <br />Stotes and exit wAys I CO psi <br />Restr(mmis WFI;f <br />Theater pmojection rooms 160: P'j <br />Roof 20psf <br />Awmmp &: campies 10 1 W <br />Doasment structwal deficiencies observed dunng 11ho Assess-cment. <br />Piavidemelcommendations fin repair cir reinforcemvid: mekbods for deficient structural <br />COMFIOD'escts, <br />Frepazean Opinion of Probable Ccatstmchon most: 410FCC) thAt is intinuled to provide, a <br />cost estimate of stnmWial repairs tha,t isi,if-35 1wricent accurAto, <br />SERVICES <br />Task 1. Gri-she vilual Onerwation 41111 Illumutmttmmg interior and exlenor. Mie purpose isk tha <br />observation mill be to identify ameas %,h#m Uidestnichual frAndnf; and thp latae appear to be <br />distressed, nuriz% the obserration, meastarements relent ant to futuro strum hiral am4ois wiU be <br />obtaimi in artaswhere t1w structural rime mints Are micossible. <br />Task 2. Stmctural enginvering asseisment and lintited striactura] anAlysis to W entify portions <br />of tht StniChM 11tat,Mata 11Af to hAre suffident capainty to support the design loads prescribed <br />bv Me current bmiddir <br />code oz bj aredistressed anirVor havf bondfhdcient stnictural caindty, <br />Structural Engineering Services Contract <br />Jason Hart Engineering, PLLC Page 22 of 24 <br />